A general approximate technique for the finite element shakedown and limit analysis of axisymmetrical shells .2. Numerical applications

被引：0
作者：
Franco, JRQ
Ponter, ARS
机构：
[1] UNIV LEICESTER,DEPT ENGN,LEICESTER LE1 7RH,LEICS,ENGLAND
[2] UNIV FED MINAS GERAIS,ESCOLA ENGN,DEPT ENGN ESTRUTURAS,BR-30110060 BELO HORIZONT,MG,BRAZIL
来源：
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 1997年 / 40卷 / 19期
关键词：
shakedown; limit analysis; collapse mechanism; shells; linear programming;
D O I：
10.1002/(SICI)1097-0207(19971015)40:19<3515::AID-NME223>3.0.CO;2-W
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The shakedown theory and basic relations to develop an upper bound technique for the analysis of thin axisymmetric shells has been represented in Part I of this paper. Here numerical solutions consisting of the shakedown or limit load and the corresponding collapse mechanism are compared with other numerical and analytical solutions for a range of shell geometries. (C) 1997 John Wiley & Sons, Ltd.
引用
收藏
页码：3515 / 3536
页数：22
相关论文
共 22 条
[1]   YIELD-POINT RING LOAD OF FILLED CIRCULAR CYLINDRICAL SHELLS [J].
AGRAWAL, PK ;
HODGE, PG .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1970, 12 (11) :935-&
[2]  
[Anonymous], 1963, LIMIT ANAL ROTATIONA
[3]  
Biron A., 1970, Bulletin de l'Academie Polonaise des Sciences. Serie des Sciences Techniques, V18, P109
[4]  
Bree J., 1967, Journal of Strain Analysis, V2, P226, DOI DOI 10.1243/03093247V023226
[5]  
Bree J, 1968, J STRAIN ANAL, V3, P122, DOI 10.1243/03093247V032122
[6]   EXTENDED LIMIT DESIGN THEOREMS FOR CONTINUOUS MEDIA [J].
DRUCKER, DC ;
PRAGER, W ;
GREENBERG, HJ .
QUARTERLY OF APPLIED MATHEMATICS, 1952, 9 (04) :381-389
[7]  
DRUCKER DC, 1959, J APPL MECH, V26, P61
[8]  
DRUCKER DC, 1953, P 1 MIDW C SOL MECH, P158
[9]   THE INFLUENCE OF FREE ENDS ON THE LOAD-CARRYING CAPACITIES OF CYLINDRICAL SHELLS [J].
EASON, G ;
SHIELD, RT .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1955, 4 (01) :17-27
[10]  
EASON G, 1958, J MECH PHYS SOLIDS, V7, P169
123